2022-76 - O - Rezoning 7.930 Acres Office to PD-116 Victory at Frontier South (Coffee Shop) 12.13.22POINT OF
BEGINNING
PART OF
GANAPATHY LTD.
VOLUME 5894, PAGE 1749
D.R.C.C.T.
VICTORY AT FRONTIER, LLC
DOC. NO. 20161122001590950
O.P.R.C.C.T.
REMAINDER OF
GANAPATHY LTD.
VOLUME 5894, PAGE 1749
D.R.C.C.T.S01°19'04"W 136.65'L=74.93', R=505.04'
D=8°30'01"
S05°39'43"W~74.86'S01°23'34"W 169.88'N68°26'59"W
67.52'
N44°47'36"W
36.02'
N72°37'11"W
45.61'
N45°00'26"W
38.46'
N29°04'28"W
55.96'
N21°45'04"W
43.98'
N39°20'23"W
38.60'
N78°37'23"W
27.75'
N60°14'43"W
43.86'
N53°46'59"W
50.60'
N61°53'52"W
46.24'
N51°21'56"W
52.18'N51
°
36
'52
"W
83
.2
6
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N48°22'22"W
65.47'
N39°13'51"W
41.96'
N15°56'22"W
61.19'
N28°54'13"W
57.30'
N44°07'47"W
56.24'N01°21'08"E 284.91'S88°38'52"E 298.00'
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3
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S88°36'03"E 199.57'S01°24'24"W 160.30'S04°40'02"W 100.17'VICTORY AT FRONTIER, LLCDOC. NO. 20161122001590950
O.P.R.C.C.T.PRESTON ROAD(STATE HIGHWAY 289)VARIABLE WIDTH RIGHT-OF-WAY345,433 SQ.FT.
7.930 ACRES
OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUREMAINDER OF
GANAPATHY LTD.
VOLUME 5894, PAGE 1749
D.R.C.C.T.
N. COLEMAN STREET
90' RIGHT-OF-WAY(DOC. NO. 20151223001600670,
O
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)S01°24'59"W 162.65'49.06'
STATE OF TEXAS
DOC. NO. 20110909000955640
O.P.R.C.C.T.
TOWN OF PROSPER
DOC. NO. 20151223001600670
O.P.R.C.C.T.
C1706220DRAWN: E.R. CHECKED: T.M. DATE: 05/14/2018 JOB NO.:
BOUNDARY
TOPOGRAPHIC SURVEY
SCALE: 1" = 50'50'0 25'50'100'
SURVEYOR'S NOTES:
1.Bearings and distances are based on the State Plane Coordinate
System, Texas North Central Zone (4202) North American Datum
of 1983 (NAD 83)(US Foot) with a combined scale factor of
1.000152710.
2.Elevations, are referenced to The North American Vertical Datum
of 1988 (NAVD88).
3.This property lies within Zone "A" and Zone "X" (Unshaded), of
the Flood Insurance Rate Map for Collin County, Texas and
Incorporated Areas, map no. 48085C0120 J, with an effective date
of June 2, 2009 via scaled map location and graphic plotting.
4.Monuments are found unless specifically designated as set.
5.There was no observed evidence of any structures on the subject
property at the time of survey.
NOTE REGARDING UTILITIES
Utility locations are per observed evidence only.
SITE BENCHMARKS:
1.An "X" set on a concrete storm sewer inlet within Preston Road (State Highway 289),
approximately 20' east and 82' south of the Northeast corner of the subject property.
Elevation=708.16'
2.A 60D Nail set on natural ground within that tract of land described to Victory at Frontier,
LLC by deed recorded in Document No. 20161122001590950, O.P.R.C.C.T., approximately
131' west and 77' north of its most easterly Southeast corner. Elevation=709.34'
SITE
LEGEND OF ABBREVIATIONS
·D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS
·O.P.R.C.C.T.OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS
·P.R.C.C.T.PLAT RECORDS, COLLIN COUNTY, TEXAS
·ROW RIGHT OF WAY
·IRS 1/2 INCH CAPPED REBAR STAMPED "ASC" SET
·C.M.CONTROLLING MONUMENT
7.930 ACRES
Spencer Rice Survey, Abstract No. 787,
Town of Prosper, Collin County, Texas
VICINITY MAP
NOT TO SCALE
4821 Merlot Avenue, Suite 210
Grapevine, Texas 76051
Phone: 817-488-4960
220 ELM STREET, SUITE 200 I LEWISVILLE, TX 75057 I 214.217.2544
FIRM REGISTRATION NO. 10194331 I WINDROSESERVICES.COM
ILAND SURVEYING PLATTING
W I N D R O S E
220 Elm St., # 200 - Lewisville, TX 75057
Ph. 214.217.2544 - TFRN# 10063800
arthursurveying.com Established 1986
SURVEYOR'S CERTIFICATE
This is to certify that I, Thomas W. Mauk, a
Registered Professional Land Surveyor of the State
of Texas, have prepared this map from an actual
survey on the ground, and that this map correctly
represents that survey made by me or under my
direction and supervision. This survey meets the
minimum requirements for a Category 1A,
Condition II Land Title Survey. Fieldwork was
completed on May 11, 2018.
Date of Plat/Map: May 14, 2018
______________________________
Thomas W. Mauk, R.P.L.S.
No. 5119
PROPERTY DESCRIPTION:Being a 7.930 acre tract of land situated in the Spencer Rice Survey, Abstract No. 787, in the Town of Prosper, Collin County, Texas,being a part of that same tract of land described to Ganapathy, Ltd. by deed recorded in Volume 5894, Page 1749, of the Deed Records ofCollin County, Texas (D.R.C.C.T.), and being more particularly described by metes and bounds as follows (Bearings and distances arebased on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD 83)(US Foot) witha combined scale factor of 1.000152710):BEGINNING at a 5/8 inch rebar found for the Southeast corner of a tract of land described to Victory at Frontier, LLC by deed recordedin Document No. 20161122001590950, of the Official Public Records of Collin County, Texas, same being the Northeast corner of saidGanapathy , Ltd. tract, and lying on the West right-of-way line of Preston Road (State Highway 289) (variable width right-of-way);THENCE South 01 Degrees 24 Minutes 24 Seconds West, with the West right-of-way line of said Preston Road, a distance of 160.30feet to a Brass Monument found for the North corner of a tract of land described to the State of Texas by deed recorded in Document No.20110909000955640, O.P.R.C.C.T.;THENCE South 04 Degrees 40 Minutes 02 Seconds West, continuing with the West right-of-way line of said Preston Road, and with the
West line of said State of Texas tract, a distance of 100.17 feet to a Brass Monument found for corner;
THENCE South 01 Degrees 19 Minutes 04 Seconds West, continuing with the West right-of-way line of said Preston Road, and with the
West line of said State of Texas tract, a distance of 136.65 feet to a point for corner on the Northwest line of a tract of land described to
the Town of Prosper, Texas by deed recorded in Document No. 20151223001600670, O.P.R.C.C.T., and being the beginning of a
non-tangent curve to the left, having a central angle of 8 Degrees 30 Minutes 01 Seconds, a radius of 505.04 feet, and a chord bearing and
distance of South 05 Degrees 39 Minutes 43 Seconds West, 74.86 feet;
THENCE, in a southerly direction, with the West line of said Town of Prosper tract, continuing with the West right-of-way line of said
Preston Road, and along said non-tangent curve to the left, an arc length of 74.93 feet to a point for corner;
THENCE South 01 Degrees 23 Minutes 34 Seconds West, continuing with the West line of said Town of Prosper tract and the West
right-of-way line of said Preston Road, a distance of 169.88 feet to a point for the Southeast corner of the herein described tract, said point
lying near the center of a concrete drainage rip rap;
THENCE, departing the West right-of-way line of said Preston Road, and the West line of said Town of Prosper tract, over, across, and
through said Ganapathy, Ltd. tract, along a creek, the following courses and distances:
1.North 68 Degrees 26 Minutes 59 Seconds West, a distance of 67.52 feet to a point for corner;
2.North 44 Degrees 47 Minutes 36 Seconds West, a distance of 36.02 feet to a point for corner;
3.North 72 Degrees 37 Minutes 11 Seconds West, a distance of 45.61 feet to a point for corner;
4.North 45 Degrees 00 Minutes 26 Seconds West, a distance of 38.46 feet to a point for corner;
5.North 29 Degrees 04 Minutes 28 Seconds West, a distance of 55.96 feet to a point for corner;
6.North 21 Degrees 45 Minutes 04 Seconds West, a distance of 43.98 feet to a point for corner;
7.North 39 Degrees 20 Minutes 23 Seconds West, a distance of 38.60 feet to a point for corner;
8.North 78 Degrees 37 Minutes 23 Seconds West, a distance of 27.75 feet to a point for corner;
9.North 60 Degrees 14 Minutes 43 Seconds West, a distance of 43.86 feet to a point for corner;
10.North 53 Degrees 46 Minutes 59 Seconds West, a distance of 50.60 feet to a point for corner;
11.North 61 Degrees 53 Minutes 52 Seconds West, a distance of 46.24 feet to a point for corner;
12.North 51 Degrees 21 Minutes 56 Seconds West, a distance of 52.18 feet to a point for corner;
13.North 51 Degrees 36 Minutes 52 Seconds West, a distance of 83.26 feet to a point for corner;
14.North 48 Degrees 22 Minutes 22 Seconds West, a distance of 65.47 feet to a point for corner;
15.North 39 Degrees 13 Minutes 51 Seconds West, a distance of 41.96 feet to a point for corner;
16.North 15 Degrees 56 Minutes 22 Seconds West, a distance of 61.19 feet to a point for corner;
17.North 28 Degrees 54 Minutes 13 Seconds West, a distance of 57.30 feet to a point for corner;
18.THENCE North 44 Degrees 07 Minutes 47 Seconds West, continuing through said Ganapathy, Ltd. tract, a distance of 56.24 feet to
a point in a creek for corner, said point being the westernmost Southeast corner of said Victory at Frontier, LLC tract, same being the
Northwest corner of the herein described tract;
THENCE North 01 Degrees 21 Minutes 08 Seconds East, with the westernmost East line of said Victory at Frontier, LLC tract, a
distance of 284.91 feet to a 5/8 inch rebar found for the easternmost Northwest corner of said Ganapathy, Ltd. tract, same being an
interior "ell" corner of said Victory at Frontier, LLC tract;
THENCE South 88 Degrees 38 Minutes 52 Seconds East, with a South line of said Victory at Frontier, LLC tract, a distance of 298.00
feet to a 1/2 inch rebar with a cap stamped "ASC" set for corner;
THENCE South 34 Degrees 54 Minutes 47 Seconds East, with the easternmost Southwest line of said Victory at Frontier, LLC tract,
passing a 1/2 inch rebar with a cap stamped "CBG" found at a distance of 49.06 feet and continuing for a total distance of 282.07 feet to a
5/8 inch rebar found for the easternmost Southwest corner of said Victory at Frontier, LLC tract;
THENCE South 88 Degrees 36 Minutes 03 Seconds East, with the easternmost South line of said Victory at Frontier, LLC tract, a
distance of 199.57 feet to the POINT OF BEGINNING and containing 345,433 square feet or 7.930 acres of land, more or less.
TITLE COMMITMENT NOTES
This survey was prepared without the benefit of a commitment for title insurance. Therefore, easements, agreements, or other
documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey.
KIRKMAN ENGINEERING :: 5200 State Hwy 121 Colleyville, TX 76034 Ph: 817-488-4960 :: TBPE Firm#15874
Page 1 of 2
EXHIBIT C
DEVELOPMENT STANDARDS
Conformance with the Town’s Zoning Ordinance and Subdivision Ordinance: Except as otherwise
set forth in these development standards, the regulation of the Town’s Zoning Ordinance as it exists
or may be amended, and the Subdivision Ordinance, as it exists or may be amended shall apply.
1. Except as noted below, the tract shall develop in accordance with the Office (O)
Districts, as it exists or may be amended.
a. Conceptual Site Plan: The tract shall continue to be used in general accordance
with the attached concept plan, set forth in Exhibit D.
b. Building elevations: The tract shall continue to be used in general accordance
with the attached façade plans, set forth in Exhibit F.
c. Landscape Plan: The tract shall continue to be used in general accordance with
the attached landscape plan, set forth in Exhibit G
2. Uses. All the permitted uses in the office (O) District shall be allowed with the same
provisions and restrictions, including uses permitted by a Specific Use Permit (SUP) and
Conditional Use Permit (C), except as noted below:
a. Uses Permitted by Right
• Restaurant with Drive-Through on Lot 2 within a multi-tenant building.
• Retail Stores and Shops
• Gymnastics/Dance Studio
• Restaurant
• Veterinarian Clinic and/or Kennel, Indoor
• Office/Showroom
3. Size of Yards:
a. Minimum Front yard: 30 Feet
b. Minimum Side Yard:
• Ten Feet Adjacent to any residential district.
• No Side yard adjacent to any nonresidential district.
c. Minimum Rear Yard.
• Ten Feet Adjacent to any residential district.
• No Side yard adjacent to any nonresidential district.
d. Maximum Height: Four Stories, no greater than 60 feet above the primary entry
level. (Height calculations do not include partially below grade levels)
e. Maximum Floor Area: No Maximum Floor Area.
4. Architectural Regulations:
a. All buildings on lots 1 and 2 shall be consistent architecturally with the elevations
provided within this PD.
• 80% masonry and 10% maximum amount of stucco
b. All building on lots 3 and 4 shall be consistent architecturally with the elevations
provided within this PD.
• Masonry 60%
• Architectural Panel 20%
• Awnings 10%
• Stucco 10%
c. All mechanical equipment shall be screened from public view. Rooftop mounted
equipment shall be screened by a parapet wall or screening wall.
d. Windows shall have a maximum exterior visible reflectivity of ten (10) percent.
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